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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
4
1
3

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/min
/30 Newton metres/sec
/30 Newton metres/min
/60 Newton metres/sec

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Plastic ratio
Yield ratio
Poisson’s ratio

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
WL/2AE
W²L/AE
WL/AE

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2W/ha
Wa/2h
2h/Wa
Wa/h

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
11
15
14

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